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DESCRIPTION: (E) GLB check under RTU-1 <br />CODE REFERENCES <br />Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br />Load Combination Set: IBC 2018 <br />Material Properties <br />Analysis Method : Allowable Stress Design <br />Fb + <br />2400 psi <br />E: Modulus of Elasticity <br />Load Combination IBC 2018 <br />Fb - <br />1850 psi <br />Ebend- xx <br />1800ksi <br />Fc - Prll <br />1650 psi <br />Eminbend - xx <br />950ksi <br />Wood Species DF/DF <br />Fc - Perp <br />650 psi <br />Ebend- yy <br />1600ksi <br />Wood Grade 24F-V4 <br />Fv <br />265 psi <br />Eminbend - yy <br />850ksi <br />Ft <br />1100 psi <br />Density <br />31.21 pcf <br />Beam Bracing : Beam is Fully Braced against lateral -torsional buckling <br />D(0.81) W(0.41) E(Q.208) <br />Span = 19.0 ft <br />ied Loads <br />e loads entered. Load Factors will be applied for calculations. <br />Beam self weight NOT int4elly calcula and added✓ �T <br />Uniform Load: D = 0.450, S = 0.750, Tributary Width = 1.0 ft <br />Point Load : D = 0.810, W = 0.410, E = 0.2080 k @ 10.0 ft, (from RTU-1) <br />Maximum Bending Stress Ratio = <br />0.731: 1 Maximum Shear Stress Ratio <br />= <br />0.408 : 1 <br />Section used for this span <br />6.75x18 <br />Section used for this span <br />6.75x18 <br />fb: Actual = <br />1,904.72psi <br />fv: Actual <br />= <br />124.43 psi <br />Pb = <br />2,604.27psi <br />F'v <br />= <br />304.75 psi <br />Load Combination <br />+D+S <br />Load Combination <br />+D+S <br />Location of maximum on span = <br />9.847ft <br />Location of maximum on span <br />= <br />17.544ft <br />Span #where maximum occurs = <br />Span # 1 <br />Span # where maximum occurs <br />= <br />Span # 1 <br />Maximum Deflection <br />i Max Downward Transient Deflection <br />0.375 in Ratio = 608 >=360 Span: 1 S Only <br />Max Upward Transient Deflection <br />0 in Ratio = <br />0 <360 n/a <br />j <br />Max Downward Total Deflection <br />0.633 in Ratio = 360 -180 Span: 1 : +D+S <br />Max Upward Total Deflection <br />0 in Ratio = <br />0 <180 n/a <br />......... __._............... ._........ <br />Maximum Forces & Stresses for Load <br />Combinations <br />Load Combination ax Stress Ratios <br />omen Values <br />ear a ues <br />Segment Length Span # M V <br />CD <br />CM Ct CLx Cy <br />Cfu C i Cr M fb <br />F'b <br />V fv <br />F'v <br />D Only <br />0.0 <br />0.00 0.0 <br />0.0 <br />Length = 19.0 ft 1 0.389 0.209 <br />0.90 <br />1.00 1.00 1.00 0.944 <br />1.00 1.00 1.00 24.08 792.9 <br />2,038.1 <br />4.05 50.0 <br />238.5 <br />+D+Lr <br />1.00 1.00 1.00 0.944 <br />1.00 1.00 1.00 <br />0.0 <br />0.00 0.0 <br />0.0 <br />Length = 19.0 ft 1 0.280 0.151 <br />1.25 <br />1.00 1.00 1.00 0.944 <br />1.00 1.00 1.00 24.08 792.9 <br />2,830.7 <br />4.05 50.0 <br />331.3 <br />+D+S <br />1.00 1.00 1.00 0.944 <br />1.00 1.00 1.00 <br />0.0 <br />0.00 0.0 <br />0.0 <br />Length = 19.0 ft 1 0.731 0.408 <br />1.15 <br />1.00 1.00 1.00 0.944 <br />1.00 1.00 1.00 57.86 1,904.7 <br />2,604.3 <br />10.08 124.4 <br />304.8 <br />+D+0.750Lr <br />1.00 1.00 1.00 0.944 <br />1.00 1.00 1.00 <br />0.0 <br />0.00 0.0 <br />0.0 <br />Length = 19.0 ft 1 0.280 0.151 <br />1.25 <br />1.00 1.00 1.00 0.944 <br />1.00 1.00 1.00 24.08 792.9 <br />2,830.7 <br />4.05 50.0 <br />331.3 <br />+D+0.750S <br />1.00 1.00 1.00 0.944 <br />1.00 1.00 1.00 <br />0.0 <br />0.00 0.0 <br />0.0 <br />0 <br />